Model reduction based on matrix interpolation and distorted finite element meshes for dynamic analysis of 2D nearly periodic structures

2021 ◽  
Vol 188 ◽  
pp. 103518
Author(s):  
Jean-Mathieu Mencik
1984 ◽  
Vol 106 (1) ◽  
pp. 2-10 ◽  
Author(s):  
R. Henry ◽  
G. Ferraris

This paper is of particular interest of gas turbine designers because it proposes an efficient method for dynamic analysis of rotationally periodic structures encountered in turbomachines. It combines the advantages of a substructure technique and that of wave propagation in periodic systems. The mode shapes and frequencies are obtained from the analysis of a single repetitive sector of the whole structure. The finite element method is the numerical method used. A detailed application of the method to a centrifugal compressor impeller is reported along with experimental verification of the computed results.


1982 ◽  
Vol 104 (3) ◽  
pp. 159-160 ◽  
Author(s):  
J. S. Van Kirk ◽  
W. T. Bogard ◽  
L. R. Wood

Techniques are described for the transient dynamic analysis of nonlinear periodic structures. These techniques consider the special characteristics of periodic structures in conjunction with the pseudo-force approach using numerical integration to reduce computerized solution costs. Comparisons with a general purpose finite element code demonstrate the savings in solution costs.


Author(s):  
Ouail Ouchetto ◽  
Brahim Essakhi ◽  
Said Jai-Andaloussi ◽  
Saad Zaamoun

Mathematics ◽  
2021 ◽  
Vol 9 (12) ◽  
pp. 1382
Author(s):  
Denis Spiridonov ◽  
Maria Vasilyeva ◽  
Aleksei Tyrylgin ◽  
Eric T. Chung

In this paper, we present a multiscale model reduction technique for unsaturated filtration problem in fractured porous media using an Online Generalized Multiscale finite element method. The flow problem in unsaturated soils is described by the Richards equation. To approximate fractures we use the Discrete Fracture Model (DFM). Complex geometric features of the computational domain requires the construction of a fine grid that explicitly resolves the heterogeneities such as fractures. This approach leads to systems with a large number of unknowns, which require large computational costs. In order to develop a more efficient numerical scheme, we propose a model reduction procedure based on the Generalized Multiscale Finite element method (GMsFEM). The GMsFEM allows solving such problems on a very coarse grid using basis functions that can capture heterogeneities. In the GMsFEM, there are offline and online stages. In the offline stage, we construct snapshot spaces and solve local spectral problems to obtain multiscale basis functions. These spectral problems are defined in the snapshot space in each local domain. To improve the accuracy of the method, we add online basis functions in the online stage. The construction of the online basis functions is based on the local residuals. The use of online bases will allow us to get a significant improvement in the accuracy of the method. We present results with different number of offline and online multisacle basis functions. We compare all results with reference solution. Our results show that the proposed method is able to achieve high accuracy with a small computational cost.


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